HomeMy WebLinkAboutPLANS - 19-00590 - Fullmer - Medical Office BuildingJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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P R O F E S S I O N A L ENG
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ATE O F I D A H O
A
9/5/19
14134
D
VID B .P O R T E R
L I C E N SED
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GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TOITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALLREVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCEWITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALLDIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONSFROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THEAFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES,SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'SREVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERSAND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEERREGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACETHE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLYAND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BECONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERINGDESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING ORSUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THECONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FORCORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FORTHE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BERETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.BASIS FOR DESIGN:1.BUILDING CODE: 2015 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.156, SS = 0.442DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.226, SDS = 0.426PERCENT SNOW INCLUDED WITHSEISMIC LOADS20%VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0665. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE36.4 PSFNET UPLIFT ON ROOF22.5 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF18 PSFFLOOR (OFFICE &PARTITIONS)65 PSF18 PSFFLOOR (LOBBIES &CORRIDORS)100 PSF18 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240FLOOR TRUSSES/JOISTSL/600L/240BEAMSL/360L/240 FOUNDATION NOTE
S
:
1.IN LIEU OF A GEOTECHNICAL REPORT: T
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I
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B
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ACCORDING TO THE RECOMMENDATION
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A
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R
1
8
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B
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2.THE SOIL DESIGN VALUES LISTED BELO
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CITY/COUNTY BUILDING DEPARTMENT, C
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PREDOMINATELY CONSISTS OF SAND AN
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SPECIFIC SOIL CLASSIFICATIONS SHOUL
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VERIFICATION OF SOIL CLASSIFICATION I
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CONTRACTOR.3.A ONE-THIRD INCREASE IN BEARING PRE
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WIND LOAD COMBINATIONS. LATERAL BE
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MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEAR ON COM
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NATIVE SOIL SUBBASE COMPACTED TO 9
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GRADE IS DEFINED AS LOWEST ADJACE
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FOR PERIMETER FOOTINGS. WHERE EXT
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ADJACENT TO BUILDING, GRADE IS DEFI
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5 FEET FROM BUILDING. CONCRETE FOO
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FREE OF LOOSE DEBRIS OR UN-COMPAC
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PLACEMENT.5.CONCRETE SLABS ON GRADE SHALL BE
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6.BACKFILL AGAINST RESTRAINED WALLS
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WALLS ARE SUPPORTED BY THE COMPL
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CONCRETE OR GROUT STRENGTH HAS R
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BELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATI
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ALLOWABLE BEARING PRESSURE
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ALLOWABLE LATERAL BEARING PRESSURE
1
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ALLOWABLE LATERAL SLIDING COEFFICIENT
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LATERAL BACKFILL PRESSURE (UNRESTRAIN
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LATERAL BACKFILL PRESSURE (RESTRAINED)
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FOUNDATION B
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36" BELOW FIN
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NOTES:1.TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THEMEMBER BELOW THE REINFORCEMENT.2.UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS AND WALLS SHALL BE CLASS "B" TENSION LAPSPLICES.BARSIZE CLASS B TENSION SPLICE LENGTHSf'c = 3,000 PSIf'c = 4,000 PSIf'c = 5,000 PSIHOIRZONTALBARS W/ >12" OFCONC. BELOW VERTICAL ANDBOTTOMHORIZONTALBARSHOIRZONTALBARS W/ >12" OFCONC. BELOW VERTICAL ANDBOTTOMHORIZONTALBARSHOIRZONTALBARS W/ >12" OFCONC. BELOW VERTICAL ANDBOTTOMHORIZONTALBARS#312"12"12"12"12"12"#419"15"17"13"15"12"#529"23"26"20"23"18"#632"25"28"21"25"19"#754"41"47"36"42"32"#870"54"61"47"54"42"#989"68"77"59"69"53"#10112"87"97"75"87"67"T11STEEL REINFORCING LAP SPLICES IN CONCRETETD14NO SCALENOTE:A.ALL CONDITIONS MAY NOT BESHOWN. FOR CONDITIONS NOTSHOWN, USE THESE DETAILS AS AGUIDE.B.SOME LARGER HOLDOWNSREQUIRE 6x6 POSTS, SEE PLANSAND SCHEDULES.C.WHERE MULTIPLE TRIMMER STUDSOR KING STUDS OCCUR, MAKEADJUSTMENTS AS REQUIRED.KEYNOTES:1.WOOD STUD WALL, SEE PLAN2.SHEARWALL SHEATHING, SEE PLAN3.STRAP TYPE HOLDOWN4.EDGE OF FOUNDATION5.SHEARWALL END POST (3 STUDS)6.SHEARWALL END POSTS (2 STUDS)7.SHEARWALL EDGE NAILING8.TRIMMER STUD TO SUPPORTHEADER9.BLOCK TO SUPPORT WINDOW SILL10.6x6 WOOD POST11.(25) - SIMPSON SDS 14"x412" LONGWOOD SCREWS, STAGGERED12.(25) - SIMPSON SDS 14"x6" LONGWOOD SCREWS, STAGGERED"STRAP" TYPE HOLDOWNWINDOW JAMB "STRAP" TYPE HOLDOWNDOOR JAMB OR WALL END (1) SHEARWALL(1) STRAP HOLDOWNAT EXTERIOR CORNER(2) SHEARWALLS(1) STRAP HOLDOWNAT EXTERIOR CORNER(2) SHEARWALLS(1) STRAP HOLDOWNAT RE-ENTRANT CORNER (1) SHEARWALL(1) STRAP HOLDOWNAT RE-ENTRANT CORNER WINDOWOPENINGDOOROPENINGT13STRAP TYPE HOLDOWNS / SHEARWALL END POSTS, PLAN VIEW - HOLDOWN LOCATIONSTD15NO SCALE 3"3"3"3"421 3372211931684312423721110231 55655 T12TYPICAL ANCHORAGE FOR "HD" TYPE HOLDOWNTD56NO SCALE 14"MAX 2"MINEMBEDMENT 243 KEYNOTES:1.HOLDOWN ANCHOR BOLT2.TOP OF CONCRETE OR COLD JOINT3.DBL NUT AND 2"Ø PLATE WASHER4.ADDITIONAL VERTICAL BAR(S), SEESCHEDULE5.TOP REINFORCING BAR (#4 BARMINIMUM) PER PLAN5 ANCHOR SCHEDULEALL-THREADANCHORDIAMETERMINIMUMEMBEDMENTMINIMUM VERTICALBARS (PROVIDEADDITIONAL VERTICALBARS AS REQUIRED)ALTERNATE SIMPSONANCHOR TYPE(INSTALL PERMANUFACTURER)12"12"------58"16"(1) #5 OR (2) #4SB5/8X2478"18"(2) #5SSTB34 OR SB7/8X241"20"(2) #6SB1X30
P R O F E S S I O N A L ENG
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WALL (W) SCHEDULEMARKTHICKNESSAND TYPE VERTICALREINFORCINGHORIZONTALREINFORCINGREMARKSW18" CONCRETE#4 AT 18" O.C.#4 AT 12" O.C.---W28" CONCRETE#4 AT 18" O.C.#4 AT 12" O.C.SEE DETAIL FOR DOWELSPACING ATFOUNDATION
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KEYNOTES:1.WOOD STUD WALL, SEE PLAN2.CONT 2x BOTTOM PLATE, ATTACHPER SHEARWALL SCHEDULE3.FLOOR SHEATHING, SEE PLAN4.CONT DBL 2x TOP PLATE W/ LAPSPLICE, SEE TYPICAL DETAIL5.WOOD JOIST, SEE PLAN6.CONCRETE WALL, SEE PLAN7.#4 DOWEL W/ STANDARD HOOK AT12" O.C.8.CONT 2x PT SOLE PLATE W/ 0.145"ØMIN SHOT PIN AT 32" O.C.9.CONCRETE SLAB ON GRADE, SEEPLAN10.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN11.CONCRETE FOOTING, SEE PLAN12.FINISH GRADE PER ARCH13.CONT 2x PT SOLE PLATE W/ANCHOR BOLTS PER SHEARWALLSCHEDULE14.1 34" x 11 78 LVL BLOCK W/ (4) 16dTOE NAILS BETWEEN EACH JOIST.CENTER LVL ON WALL.110WOOD JOIST AT FOUNDATIONNO SCALE 311091261151314874 2 13"CLR 3"CLR 8"MIN12"MIN31" MINLAP SPLICE NOTE:A.EXTEND WALL SHEATHING TO SOLEPLATE, NO SPLICE IN WALLSHEATHING BELOW BOTTOM PLATEB.WATERPROOF ANY EXTERIORWOOD FRAMING WITHIN 8" OFGRADE PER ARCH DRAWINGS KEYNOTES:1.WOOD STUD WALL, SEE PLAN2.CONT 2x BOTTOM PLATE, ATTACHPER SHEARWALL SCHEDULE3.BOUNDARY NAILING, SEE PLAN4.CONT 2x PT SOLE PLATE W/ANCHOR BOLTS PER SHEARWALLSCHEDULE5.FLOOR SHEATHING, SEE PLAN6.PROVIDE (4) 10d NAILS INTO EACHBLOCK7.WOOD JOIST, SEE PLAN8.BLOCKING W/ (2) 16d NAILS AT 24"O.C.9.CONT DBL 2x TOP PLATE W/ LAPSPLICE, SEE TYPICAL DETAIL10.CONCRETE WALL, SEE PLAN11.VERTICAL DOWEL TO MATCHSPACING AND SIZE OF WALLREINFORCEMENT12.CONT 2x PT SOLE PLATE W/ 0.145"ØMIN SHOT PIN AT 32" O.C.13.CONCRETE SLAB ON GRADE, SEEPLAN14.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN15.CONCRETE FOOTING, SEE PLAN16.PROVIDE DRAINAGE SYSTEMBEHIND WALL, SEE TYPICAL DETAIL17.SIDEWALK, PAVEMENT, OR FINISHGRADE PER ARCH18.EDGE NAILING, SEE SHEARWALLSCHEDULE19.WALL SHEATHING AS OCCURS, SEEPLAN109WOOD JOIST AT FOUNDATIONCW_FJB102NO SCALE 5 1131710157192183419121617812"MIN14113"CLR 8"MIN3"CLR 18" MINLAP SPLICE 6
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9
REXBURG,
DR. JOSHUA R. FULLMER
IDAHO
MEDICAL OFFICE BUILDING
PROPERTIES, LLC
E
1
.
0
ELECTRICAL NOTES AND DETAILS
DATA/COMM. SYMBOL SC
H
E
D
U
L
E
TELEPHONE OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SE
E
B
E
L
O
W
)
DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BEL
O
W
)
TELE/DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE
B
E
L
O
W
)
_T-X_D-X_T/_D-XTELEPHONE & DATA OUTLET NOTES:1.UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING
A
N
D
C
O
N
D
U
I
T
T
O
I
T
R
O
O
M
,
TERMINATE WITH INSULATED THROAT BUSHING. PROV
I
D
E
Q
T
Y
O
F
C
A
B
L
E
S
INDICATED FROM OUTLET TO NEAREST TELE/DATA RO
O
M
.
S
E
E
D
W
G
S
F
O
R
ADDITIONAL INFORMATION. PROVIDE J-HOOKS 3FT ON
C
E
N
T
E
R
A
B
O
V
E
ACCESSIBLE CEILING FOR SUPPORT OF CABLING.2.CONDUIT SIZES (X): 2=1/2", 3=3/4" & 4=1", 5=1 14" OR (2) 1
"
3.NO LABEL INDICATES: 4 11/16" DEEP BOX WITH 1-GANG
M
U
D
R
I
N
G
A
N
D
1
"
CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/C
A
B
L
E
T
R
A
Y
.
T
E
R
M
I
N
A
T
E
WITH INSULATED THROATBUSHING (UNO). PROVIDE WI
T
H
P
U
L
L
S
T
R
I
N
G
.
DATA OUTLET - ABOVE CEILING ( _=# OF CABLES)_DCEILING MOUNTED SPEAKER AND BACKBOX T.V. OUTLET (C = CEILING MOUNTED)UTILIZE 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 34"
C
O
N
D
U
I
T
TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TE
R
M
I
N
A
T
E
WITH INSULATED THROAT BUSHING. INSTALL CONNECTOR
A
N
D
FACEPLATE AND PROVIDE COAXIAL CABLE FROM OUTLET T
O
N
E
A
R
E
S
T
TV SYSTEM AMPLIFIER. PROVIDE J-HOOKS 3FT ON CENTER
A
B
O
V
E
ACCESSIBLE CEILING FOR SUPPORT OF CABLING.VVOLUME CONTROLLERCOMMUNICATIONS CABLING REQUIREMENTS:(SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)NETWORK CABLING - CAT6 PLENUM RATED, BLUETELEPHONE CABLING - CAT6 PLENUM RATED, YELLOWTELEVISION CABLING - COAXIAL, RG-6 A/V OUTLET:HUBBELL ENCLOSURE# NSAV62M(1) POWERKIT HBL #NSOKPS, AND (1) 4-PORT DATA PLATE HBL# NS
P
1
4
W
.
OTHER ITEMS BY E.C.:INSTALL 1"C FROM DATA COMPARTMENT OF ENCL. TO IT ROOM. INS
T
A
L
L
(
1
)
C
O
A
X
C
A
B
L
E
A
N
D
(
1
)
CAT 5E CABLE. MAKE ALL TERMINATIONS.1.ELECTRICAL CONTRACTOR SHALL COORDINATE ALL LAMP TYP
E
S
W
I
T
H
F
I
X
T
U
R
E
T
Y
P
E
BEFORE ORDERING.2.ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICA
L
D
R
A
W
I
N
G
S
F
O
R
E
X
A
C
T
LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL
C
O
N
N
E
C
T
I
O
N
S
.
3.ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKIN
G
C
L
E
A
R
A
N
C
E
A
S
P
E
R
NEC BEFORE INSTALLING ANY ELECTRICAL PANELS FOR CABI
N
E
T
S
.
4.INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER TH
E
M
E
C
H
A
N
I
C
A
L
EQUIPMENT IS IN PLACE, ADJUST AS NECESSARY. PROVIDE C
H
A
I
N
S
U
S
P
E
N
S
I
O
N
K
I
T
S
AS REQUIRED.5.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EX
A
C
T
F
I
X
T
U
R
E
LOCATIONS, CEILING TYPES, ETC.6.ALL FLUORESCENT FIXTURES SHALL BE SUPPLIED WITH T8 (35
K
)
L
A
M
P
S
A
N
D
ELECTRONIC BALLASTS WITH -20% THD. UNLESS INDICATED O
T
H
E
R
W
I
S
E
.
7.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE P
A
D
S
A
S
R
E
Q
U
I
R
E
D
O
N
ALL ELECTRICAL EQUIPMENT.8.CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTL
E
T
S
W
I
T
H
O
W
N
E
R
P
R
I
O
R
TO ROUGH - IN.9.ELECTRICAL CONTRACTOR SHALL MOUNT SWITCHES AT 48" A
N
D
M
O
U
N
T
CONVENIENCE OUTLETS AT 18" OR AS SHOWN ON PLANS TO M
E
E
T
H
A
N
D
I
C
A
P
P
E
D
REQUIREMENTS.10.LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY
D
O
O
R
W
A
Y
S
,
A
S
C
L
O
S
E
TO DOOR FRAME AS POSSIBLE, SO AS NOT TO INTERFERE WIT
H
R
O
O
M
C
A
B
I
N
E
T
S
,
E
T
C
.
11.SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.12.ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PE
R
M
I
T
S
F
O
R
T
H
I
S
W
O
R
K
AND PAY ASSOCIATED FEES.13.MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS C
A
B
L
E
S
A
N
D
ELECTRONIC BALLASTS.14.ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNE
C
T
E
D
T
O
T
H
E
UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA AS
P
E
R
C
O
D
E
.
15.UNLESS SPECIFICALLY INDICATED OTHERWISE, THE ELECTRIC
A
L
C
O
N
T
R
A
C
T
O
R
T
O
COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER /CONTR.
,
E
X
.
D
E
N
T
A
L
,
M
E
D
I
C
A
L
,
KITCHEN,EQUIPMENT ETC. THE EXACT ROUGH-IN REQUIREME
N
T
S
F
O
R
T
H
E
R
E
EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELEC
T
R
I
C
A
L
C
O
N
T
R
.
T
O
B
E
RESPONSIBLE FOR FINAL CONNECTIONS TO ALL SPECIAL EQUI
P
M
E
N
T
.
16.ALL CONDUIT /RACEWAY /CABLES, TO BE CONCEALED IN WALL
S
O
R
A
B
O
V
E
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IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS ANDINFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITYCOMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVALPRIOR TO ORDERING ANY MATERIALS.SPECIAL NOTE FOR UTILITY COMPANY LIGHTING REBATES & INCENTIVES:DUPLEX RECEPTACLE WALL MOUNTED FIXTURE CEILING MOUNTED FIXTURE FLUORESCENT FIXTURE ELECTRICAL SYMBOL SCHEDULEBRANCH CIRCUIT - HOME-RUN TO PANEL BRANCH CIRCUIT - IN FLOOR OR UNDERGROUNDMECHANICAL EQUIPMENT OR DETAIL SYMBOL DRAWING NOTE (ON THE SHEET WHERE SHOWN)THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNITFAN MOTOR CONNECTION POINT BRANCH CIRCUIT - CONCEALED* SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND M.C.V.I.F.A.F.F.B.F.G.NL E.C.ABOVE FINISHED FLOORBELOW FINISHED GRADEVERIFY IN FIELD NIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT)MECHANICAL CONTRACTOR ELECTRICAL CONTRACTOR MOTOR CONNECTION POINT T EF TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO)TIME CLOCK SWITCHT11A-1,3 DOUBLE DUPLEX OUTLET (4-PLEX)JUNCTION BOX BRANCH PANELBOARDJ EMERGENCY WALL LIGHT WITH 90MIN. BATTERYPHOTOELECTRIC CELL/SWITCHHVAC SYSTEM SENSOR - SEE MECHANICAL ES WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED)SINGLE POLE SWITCH (SEE SUBSCRIPTS)RECESSED CAN FIXTUREMAIN/DISTRIBUTION PANELBOARD TRAC LIGHT SYSTEM**PUSHBUTTON (AS INDICATED ON DRAWINGS) ROUGH-IN BOX MUD RING ORIENTATION.RECPT.SUB-SCRIPTS AC=ABOVE COUNTERGFI=GROUND-FAULTIG=ISOLATED GROUNDS=SURGE SUPPRESSIONTR=UL TAMPER RESISTANTWP=WEATHERPROOF COVER W/GFCI RECEPT.TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHT USB=RECEPTACLE W/USB CHARGERCR=CORD REEL (SEE DETAIL)F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE)DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED)B=ENCLOSED CIRCUIT BREAKER CEILING MOUNTED DUPLEX RECEPTACLE FLOORBOX - POWER ONLY (2-DUPLEX RECEPTACLES)DUAL-LEVEL SWITCHES; IN-BOARD AND OUT-BOARD LAMPS SHALL BE SWITCHEDSEPARATELY. (SUBSCRIPT APPLIES TO BOTH SWITCHES)SWITCHSUB-SCRIPTS 3 = 3-WAY4 = 4-WAYF = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES)T = THERMAL OVERLOAD SWITCH W/PILOT LIGHTP = 1-POLE SWITCH WITH PILOT LIGHT. (SEE SPECS)M = SWITCH SUPPLIED W/ EQUIPMENT (INSTALLED BY E.C.)WP = WEATHERPROOFCEILING MOUNTED OCCUPANCY SENSORBLANK = DUAL TECH., LINE VOLTAGE [WATTSTOPPER #DT-355]L = LARGE AREA, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2205]H = HALLWAY, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2255]R = RESTROOM, DUAL TECH., LINE VOLTAGE, 2-POLE[SENSOR SWITCH #CMR-PDT-9-2P], (1) RELAY FOR LTG, (1) RELAY FOREXHAUST FAN (30 MIN. DELAY)D = INTEGRAL DAYLIGHT SENSOR TO AUTOMATICALLY CONTROL FIXTURES IN DAYLIGHT ZONESW = WALL MOUNTED ON/OFFW2 = WALL MOUNTED ON/OFF/DIM*PROVIDE LOW VOLTAGE SENSORS WITH POWER/RELAY PACK(S) AS REQUIRED FOROPERATION. [WATTSTOPPER #BZ-50]EXIT SIGN, WALL OR CEILING MOUNT & DIRECTIONAL ARROWS AS INDICATED ONDRAWINGS. CONNECT TO UNSWITCHED LEG OF NEAREST LIGHTING CIRCUIT.EMERG. FIXTURE WITH EMERG. BATTERY PACK, CONNECTED TO UNSWITCHED LEGOF LIGHTING CIRCUIT.G.C.GENERAL CONTRACTORN.T.S.NOT TO SCALE V=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.)COMBINATION STARTER & FUSED DISCONNECT SWITCH; 2-SETS OF NO/NCCONTACTS, CONTROL XFMR, FUSE PER EQUIP. NAMEPLATECROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THAN TWO.EQUIPMENT/ISOLATED GROUNDING CONDUCTORS ARE NOT SHOWN. PROVIDE'GREEN' EQUIP. GROUNDING CONDUCTOR FOR ALL CIRCUITS AND ADDITIONALISOLATED GROUND WHERE INDICATED.FM LED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALL PLATE OREQUAL (* COLOR TO MATCH WIRING DEVICES)F#ENIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OF LIGHTINGCIRCUIT.NLPSWITCH MOUNTED OCCUPANCY SENSOR, LINE VOLTAGE,W/ COVERPLATE, (COLOR TO MATCH WIRING DEVICES)P = PASSIVE INFRARED,1-POLE [WATTSTOPPER # PW-301]P2 = PASSIVE INFRARED,2-POLE [WATTSTOPPER # PW-302]D = DUAL TECHNOLOGY,1-POLE [WATTSTOPPER # DSW-100]D2 = DUAL TECHNOLOGY,2-POLE [WATTSTOPPER # DSW-200]SW50A 208V 1Ø WELDER OUTLET BOTTOM HALF OF RECEPTACLE SHALL BE SWITCHEDMULTI SERVICE A/V FLOOR BOX, LEGRANDE 10 GANG, WITH (4) DUPLEX RECEPTACLES, ANDALL ACCESSORIES, FRAMES, PLATES ETC FOR ALL A/V AND DATA CABLES AS DIRECTED BYOWNER. EC SHALL COORDINATE ALL REQUIREMENTS WITH OWNER PRIOR TO ROUGH-IN
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24000 SQ D I-LINE 120/208V 3Ø 4WPANEL-"A"-12500200324000 "M"20"x39"x5 3/4"15026500311500PANEL-"CU"40041000340SEE RISER 304 3650033740500SEE RISER 22K B MAIN BRKR. AMPSLOAD/POLE MAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPS WATTS 41 293739353331 27 25 2123 CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3 E BRKCIRLOAD MAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE 42 3038363432 28 26 24 22AMPS.NO.WATTSECAMP1018161412 8 6 2 4 FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIR SURFACEFLUSHLOAD NAME------1300012500PANEL-"B"45001503------70007000 --11000--14000 --10035000PANEL-"E"--7000--7000 --4023000PANEL-"OR1"--3000-14000 95001400030003000SUPPLY WITH INTEGRAL SPD
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